Summary for Test 2026-05-28-1-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-R2.6/23.9 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 05/28/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/28/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A PG 64-16 |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | jason | Last name of sampler or witnessed by | huett |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer Fraser A | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | L260342 | |
| Binder content (%) | 5.3 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Western Emulsion White City, OR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-28-1
DIME Test ID: 2026-05-28-1-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-05-29
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 05/29/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 1000 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 88 % | ||||||
| 73 % | ||||||
| 48 % | ||||||
| 36 % | ||||||
| 28 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 9 % | ||||||
| 5.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): 1/2" Sieve out of specification
Test was verified on 5/29/2026 ✔